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2315 CEDAR ST 2018-01-18
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2315 CEDAR ST 2018-01-18
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Last modified
1/18/2018 8:17:54 AM
Creation date
1/18/2018 8:17:37 AM
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Address Document
Street Name
CEDAR ST
Street Number
2315
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B.J" , ��_3, ��s.r� <br /> I I I �� .3�80� <br /> � �.kl. z�fi. fi�16• Z.B, 1•B• n= �`�'�_ <br /> e� ��c$`m <br /> I I Oa ���ss <br /> PRESCRIPTIVE BRACED WALL PANEL CALCULATIONS c � I� i � � <br /> CATEGORV�OR IESS THAN 110 MPH-METHO�3-MIN 25%OF TOTAL WALL LENGTH REQUIREO NEW CONSTRUCTION o W <br /> EI.I \U a—_— � <br /> WAL_LINE A WALL LME B I � Q <br /> i '4 a <br /> HEIGHT =8'-1" HEIGHT =8'�1" --—- - -—�-fO�,�-'�`�` N <br /> TOTAL LENG i H =32'-0" TOTAL LENGiH =32'-0' F c Z <br /> CONTINOUS STRUCTURAL e O <br /> �* -PANE_ShEATHING(T"P) y <br /> BRACE�WALL PANEL LENGTH =21'-6"=672 Yo BRACED WALL PANE_L=VGTH =18'E"=57.8% <br /> 'e > <br /> � W <br /> WALL LINE C WqL��LIkE G � � � . <br /> HEGHT =B'.1" HEIGiT =d.t. � - i - - <br /> 4 > <br /> T07AL L=VGTH =20'-0" TOTAL LENGiH =20'-0' - <br /> B4ACEO WALL PANEL LE�GT-I =13'-6'=67.5% BRACE�WALL�AAEL LE4GTH =11'-9"=SB.e°c I �u <br /> � a <br /> 0 <br /> z � J ;� w� �, i <br /> �ic�i�, �Ia __ _ .___m'�oaa V,� �o <br /> BRACED WALL&HOLD-DOWN NOTES(U.N,O,� �� � �I� Q F <br /> 1. H O L D-�O W N S I F A P P L I C A B L E T O B E S I M P S O N O R E�U A L.L O C A T E A T E A C H E N O O F B R P,C E D m z � ','�.�� <br /> WA_L LINE U.N.O.-INSTALL PER MANUFACTURER'S RECOMMENOATIONS FOR FOU��ATION MIN MU'JM Q m F � O <br /> AND EN�DISTANCE AND EMBEDMENT. 3 - � � <br /> w � <br /> 2.=OUNOATION SILL PLATE T09E OF TREATED 2%MATERIAL � I , .I z � <br /> 3.USE 8d,10d,12d OR 16d COMMON NAILS OR 16d SINKERS FOR ALL NAILING U.M1.O � o a W OD <br /> ;[ –_—.—.—_ _–NW _ V rn <br /> 4.PROVIDEMINIMUM3XMATERIALOR(2)2XSTUDSNAILEDW/(2)i60AT6"OCATABU'TING o , U Z Q <br /> PANELEDGeS. ' <br /> W �y <br /> - � � <br /> B.ANCHOR BOLTS SHALL 9E EMBE�ED A MINIMUM DF 5'INTO CONCRETE.THERE SHALL BE A q � ❑ <br /> MINIMUM OFiWO BOLTS FOR EACH PIECE OF SILL WITH ONE BOLT LOCATED NOT MORE THAN w Z <br /> 12'AND NOT LESS 1}1AN SEVEN BOLT DIAMETERS FROM EAC4 EYO OF THE PIECE.SILL PLATES N � Q <br /> TO BE OF MINIMUM 2 X MATERIAI U.N.O. <br /> �, N Y <br /> 9-ALL SHEA'HING SHALI BEAPA STRUC7UR4L RATED E%POSURE 1 WIT-I A 24/0 NINIMUM. !4 Z � <br /> , � . F- Y <br /> � -� 4'-B/." SE-3l4" 3'� 5-2'/. � w <br /> Q BRACEDP L BRACE�PANEL I^� 4 - �/] <br /> � � <br /> _/ <br /> ��-�a_—'- � �J � O � <br /> � u'U <br /> � u2^cox in^cox ---- -----4° I� � � w <br /> ��, w <br /> ry G �PLVWD �PLYWD � � <br /> 1 <br /> i �^eay fn <br /> GENERAL STRUCTURAL NOTES ° - � o Q z <br /> LNLESSNOTEDOTHERWISE � � <br /> GENERAL ALLCONTRUCTIONSHALLCONFORM TO T�IEINTERNATIONAL ' � a � <br /> RESI�EN7IAL COD'c IRC 201Y EDiTION.OR OTHER GOVERNING Q Z���1/8 �� � w <br /> � � R_MOVE�2'-9",1'-71' E%ISTING CONSTRUCTIO /� li Q � W <br /> CODE,AS REQUIRED BY LOCAL JURISDICTIONS. _ �J AND 2'-9"OPENINGS- � tS ) � � � <br /> INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED NOTIFV BUILDING � 9 I i ADDE7 6'�0",3'-6"AVD �� Z ~ <br /> DEPARTMENTFORINSPECTIONSREQUIREDBYLOCAL Z yqq '. 4'-0°OPENINGS=-fi'-+." a = <br /> JURISDICTION. W � �I,il � Z � ^ <br /> FOUNDATIONS EXTENDANYNEWFOOTINGSTOUNDISTURBEDSOILOFMIN150DPSF Q � O � <br /> BEARING CAPACITV.BOTTOM OF EXTERIOR FOOTINGS SHALL ---- ,z � W <br /> BEA MINIMUM OF 1'-6"6ELOW OUTSIDE FINISHED GRADE. �p -- I z� z <br /> � <br /> COMPACTE�FILL $HOULOCONSISTOFPREDOMINATELVWELL-GRA�E�, a� O U W � <br /> GRANULAR SOIL,FREE OF ORGANIC MATERIAL ANJ DEBRIS. �� �� J N <br /> FILL SHOULD BE PLACED IN MAXIMl1M 8"LOOSE LIFTS A�D ^� <br /> COMPACTEDTOAMINIMUMOF95PERCENTOFT-IEMAXMUM �����p ��.p� Q `- <br /> DENSIIYAT OPTIMl1M MOISTURE CONTENT OETERMINED BV 3i� U bi'��¢� <br /> ASTMD-�557TESTPROCEDURES. "'�a� N'�.,i z <br /> �O? <br /> CONCRETE fc=2500 PSI MINIMUM 5-!/2 SACKS C'r CEMENT�ER GUBIC YAR� a'= w�' <br /> ANO A MAXIMUM OF 6.0 GALLOVS OF WATER PER 94 L3 SACK OF Q� p w <br /> CEMENT.MAXIMUM SLLUMP IS 4".SEGREGAT ON OF MATERIA_S Z m <br /> T08E?REVEN7ED. a - H <br /> N � � <br /> REINPORCING STEEL #5 BARS AND LARGER SNALL BE GRA�E 60 DEfORMED BARS. i <br /> AN�Y3 ANJ k4 BARS S-IALL BE GRA�E 40,IN ACCCROANCE W f <br /> W'.TH ASTM F-615.LAP SPL'�,CES 32 9AR DIAMETERS WELCED � � <br /> W�RE FA341C SHALL CONFORPA'C ASTN A-'85 ANJ SHALL BE � <br /> 5XE-1N1.4XW'�.,4.LAPONE:U_LN=SH�TSPLICES. � � _ <r+:� <br /> TIMBER FRAMING SHALL MEET THE FOLLOWING 1AININUM STA'JDARDS: 7 � m� c <br /> � <br /> BEAMS AN�POSTS(G x AND GR=ATER)�.DF P2 �' tl2'GVG BOARD('iVP) O w Z m t° <br /> JOISTS AND STU�S(2X)� HF#2�STUD GMD= � � � <br /> 2XTIM6ERSHALLBEK':�LND�IE�.G�ADESSMA_LCONFOR\1'O w �� <br /> "W WPA GRADING RULES FOR WESTERN LUMBER'LA"EST EDI'ION. - Z � a <br /> ROOF TRUSSES SHALL BE DESIGNED iN ACCORDANCc WITi T.P.�. O ��� <br /> AN�THE IBC.ALL CONNECTIONS TO BE PER TABL=230t 9.�. x y 3 m <br /> � w 3""�+ <br /> MISCELLANEOUS THE CONTRACTOR SHALL VERIFV�IMENSIONS A�D CON�ITIOVS AT i �y <br /> THE J06$ITE.THE CONTRACTOR SHALL PROVIDE TEMPOftARV BRACING A LL d o�� <br /> ASREOUIRE�UNTILALLPERMANENTCONNECTIONSAN75TIFFENINGS V� �+y= <br /> HAVE BEEN INSTALLED.DON NOT SCALE DR4WING5.�RE-FABRICATED <br /> ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTJRER'S 27'-10'/." <br /> RECOMMENDATIONS. NO CHANGE ON THIS WALL LINE DRAWN 9Y <br /> WM�OESIGN CRITERIA BASIC WIND SPEEO-110 MPH IMPORTANCE,iw=1,0 WMG <br /> WIN�E%POSURE,B <br /> DA7E <br /> JANUARY O5,2016 <br /> PLAN N0. <br /> SHEETNO. <br /> � BRACED WALL PLAN / = Q <br /> ~ V <br /> , SCALE 1/4"=1'-0" \ �� <br /> \ <br />
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